Second Order System Response

System Transfer Function

The transfer function \(H(s)\) for a second-order system is:

\[H(s) = \frac{\omega_n^2}{s^2 + 2\zeta\omega_n s + \omega_n^2}\]

where:

  • \(\zeta\) is the damping ratio
  • \(\omega_n\) is the natural frequency

Response Types

The system exhibits three characteristic behaviors:

  1. Underdamped (\(\zeta < 1\))
    • System oscillates with decreasing amplitude
    • Common in systems with insufficient damping
  2. Critically Damped (\(\zeta = 1\))
    • Fastest return to steady state without oscillation
    • Optimal for many control applications
  3. Overdamped (\(\zeta > 1\))
    • Returns to steady state without oscillation
    • Slower response than critically damped

Interactive Plot

Second Order Systems

  • Model many physical and control systems
  • Characterized by two parameters:
    • Damping ratio (ζ)
    • Natural frequency (ωn)

Transfer Function

The system is described by:

\[H(s) = \frac{\omega_n^2}{s^2 + 2\zeta\omega_n s + \omega_n^2}\]

Key parameters:

  • \(\zeta\) controls oscillation behavior
  • \(\omega_n\) determines response speed
  • Together they shape system dynamics

Response Types

Three characteristic behaviors based on damping ratio:

  1. Underdamped (\(\zeta < 1\))
    • Oscillates with decreasing amplitude
  1. Critically Damped (\(\zeta = 1\))
    • Fastest non-oscillatory response
  1. Overdamped (\(\zeta > 1\))
    • Slow return to steady state

Underdamped Response

Characteristics:

  • \(\zeta < 1\)
  • Oscillatory behavior
  • Common in practice

Critically Damped Response

Characteristics:

  • \(\zeta = 1\)
  • No oscillation
  • Fastest settling

Overdamped Response

Characteristics:

  • \(\zeta > 1\)
  • No oscillation
  • Slower response

Applications

  • Mechanical Systems
    • Suspension systems
    • Vibration dampers
  • Control Systems
    • Motor position control
    • Temperature regulation
  • Electronic Systems
    • RLC circuits
    • Filters

Summary

Key takeaways:

  • Second order systems are fundamental
  • Damping ratio determines response type
  • Natural frequency affects response speed
  • Design involves balancing speed vs. stability